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WO1984001976A1 - One storey-high prefabricated panel - Google Patents

One storey-high prefabricated panel Download PDF

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Publication number
WO1984001976A1
WO1984001976A1 PCT/EP1983/000298 EP8300298W WO8401976A1 WO 1984001976 A1 WO1984001976 A1 WO 1984001976A1 EP 8300298 W EP8300298 W EP 8300298W WO 8401976 A1 WO8401976 A1 WO 8401976A1
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WO
WIPO (PCT)
Prior art keywords
wall element
width
ribs
element according
wall
Prior art date
Application number
PCT/EP1983/000298
Other languages
German (de)
French (fr)
Inventor
Albert Bruno Rapp
Original Assignee
Albert Bruno Rapp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Albert Bruno Rapp filed Critical Albert Bruno Rapp
Publication of WO1984001976A1 publication Critical patent/WO1984001976A1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance

Definitions

  • the invention relates to a floor-to-ceiling wall element with an outer concrete slab and cast-on lateral (edge-side) ribs on the inside, which are connected at the top by an inside horizontal web.
  • the lateral ribs and the upper horizontal web are parts of U-profiles which, after the wall elements have been erected, serve as formwork spaces for columns or beams.
  • the object of the invention is a further development of a wall element of the type mentioned. It should be possible to create the entire basic floor plan with a few wall elements, basically the same layout, with numerous design options. Work on the construction site should be simplified as much as possible. The solution to this problem results from the features of the main claim and the subordinate claims.
  • the wall elements according to the invention are placed straight or angled together on the vertical ribs and connected to one another. Since the ribs are solid and have appropriate reinforcement, there is no need to pour columns with concrete.
  • the horizontal webs form a level for supporting a ceiling tile, which can either be cast or consists of elements known per se. The required formwork for the ceiling slab connects to the horizontal web. The special casting of a top chord is not necessary.
  • wall elements according to the invention one can build up inner walls and outer walls as well as produce angular connections or T-nodes. The side surfaces and the inner surfaces of the ribs are available as contact surfaces of the wall elements.
  • a unit dimension is selected for the width of the wall elements between the side surfaces of the ribs on the edge.
  • the width of a wall element with a total of three ribs is twice the grid dimension, the total width with a total of four ribs is three times the grid dimension. This division enables diverse planning with a small number of elements. Appropriate recesses can be formed between the ribs for windows and doors.
  • an outer web is formed in an extension of the wall plate above the upper horizontal web, which forms the boundary of the ceiling on the outside.
  • Walls which are made from wall elements according to the invention can be insulated, clad or clinkered on the outside, while known cladding panels can be attached on the inside.
  • the cavities can be used to hold cables.
  • grooves are formed on the side surfaces and / or on the inner surfaces of the ribs.
  • the spaces created by the grooves are filled with cement mortar after the wall elements have been set up, which results in an interlocking.
  • a connection of the wall elements can also be made by the above reinforcing iron.
  • Wall elements according to the invention for example three times or four times the grid width, can in principle also be produced with window openings without changes in shape.
  • Wall elements are also provided, the width of which is somewhat less than the simple grid width, for example 50 cm.
  • a free grid width of 75 cm plus the free 25 cm of such a narrow wall element result in the width of a door opening.
  • FIG. 1 is a view of a wall element according to the invention
  • Fig. 2 is a horizontal section according to II-II of Fig. 1;
  • Fig. 3 is a vertical section according to
  • Fig. 4 shows a building plan constructed with wall elements according to the invention.
  • 1 to 3 is poured from concrete.
  • Vertical ribs are formed on the inside of a wall plate 10 of about 5 cm in thickness, namely the two ribs 11 on the edge and three intermediate ribs 14.
  • the ribs 11 have an approximately square cross section or a rectangular cross section like the intermediate ribs 14.
  • the width of the ribs 11 on the edge is 11 about 18 cm, the width of the intermediate ribs about 20 cm.
  • the thickness of the ribs including the wall thickness is 15 cm.
  • Width 18 from the center of an intermediate rib 14 to the next central rib is a unit dimension (grid dimension) in the exemplary embodiment of 75 cm.
  • the distance from the center of an intermediate rib 14 to the side surface of a rib 11 on the edge has the same dimension. This results in a total width of the wall element shown of a four-fold grid dimension equal to 3.00 m.
  • the ribs are connected at the bottom by a horizontal web 16 and at the top by a likewise horizontal web 12. This serves as a support for the concrete or elements consisting of concrete.
  • an external web 13 adjoins the horizontal web 12 in the extension of the wall plate 10.
  • recesses for doors and windows can be provided, such as the window opening 17 indicated in FIG. 1 between the horizontal web 12 and the ribs 11 on the edge.
  • floor-to-ceiling wall elements according to the invention are assembled into a building floor plan according to a grid dimension 18 of 75 cm.
  • Wall elements 20, 21 and 22 form the outer walls.
  • Wall elements 23, 24, 25 and 29 are provided for the inner walls.
  • the wall elements 22 and 20 form a corner 26.
  • a space is formed there by grooves 15 in the edge-side ribs of the wall elements, which space is filled with cement mortar to produce a toothing.
  • the wall elements 20, 21 and 29 form a T-node 28.
  • a space for filling cement mortar is formed by a groove in the element 29 and by recesses 19 in the elements 20 and 21.
  • a T-node 27 is formed by the outer element 21 and the inner element 23.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The one storey-high prefabricated panel is provided on its inner side, at the edge and in the middle, with vertical ribs (11, 14) and is limited at the top and at the bottom by a horizontal web (12, 16). The distance (18) from the middle of a rib to the neighbouring rib represents a unitary dimension (modular dimension), for example 75 cm. Only few prefabricated panels having the same structure enable the construction of foundation drafts of different nature and size. The inner spaces between the ribs may be used to fix an interior installation.

Description

Geschoßhohes Wandelement Floor-to-ceiling wall element
Die Erfindung bez i eht sich auf ein geschoßhohes Wandelement mit einer äußeren Betonplatte und angegossenen seitlichen (randseitigen), an der Innenseite gelegenen Rippen, die oben durch einen innenseitigen horizontalen Steg verbunden sind.The invention relates to a floor-to-ceiling wall element with an outer concrete slab and cast-on lateral (edge-side) ribs on the inside, which are connected at the top by an inside horizontal web.
Mit geschoßhohen Wandelementen dieser Art, die fabrikatorisch hergestellt werden, lassen sich Gebäudewände wirtschaftlich erstellen. Die Räume zwischen den Rippen, die an der Innenseite des Gebäudes liegen, können zur Aufnahme von Installationseinrichtungen genutzt werden.With storey-high wall elements of this type, which are manufactured in a factory, building walls can be created economically. The spaces between the ribs, which are on the inside of the building, can be used to accommodate installation facilities.
Bei einem bekannten geschoßhohen Wandelement der vorgenannten Art (DT-PS 21 15 250) sind die seitlichen Rippen sowie der obere horizontale Steg Teile von U-Profilen, die nach dem Aufstellen der Wandelemente als Schalungsräume für Säulen bzw. für Unterzüge dienen.In a known floor-to-ceiling wall element of the aforementioned type (DT-PS 21 15 250), the lateral ribs and the upper horizontal web are parts of U-profiles which, after the wall elements have been erected, serve as formwork spaces for columns or beams.
Die Aufgabe der Erfindung besteht in einer Weiterentwicklung eines Wandelementes der eingangs genannten Art. Es soll die Möglichkeit geschaffen werden mit wenigen Wandelementen prinzipiell gleicher Gestair tung den gesamten Rohbaugrundriß erstellen zu können bei zahlreichen Gestaltungsmöglichkeiten. Die Arbeiten auf der Baustelle sollen möglichst vereinfacht werden. Die Lösung dieser Aufgabe ergibt sich aus den Merkmalen des Hauptanspruches und der ünteransprüche.The object of the invention is a further development of a wall element of the type mentioned. It should be possible to create the entire basic floor plan with a few wall elements, basically the same layout, with numerous design options. Work on the construction site should be simplified as much as possible. The solution to this problem results from the features of the main claim and the subordinate claims.
Bei der Montage werden die Wandelemente nach der Erfindung im Grundriß gerade oder abgewinkelt an den lotrechten Rippen aneinandergesetzt und miteinander verbunden. Da die Rippen massiv sind und eine entsprechende Bewehrung haben, erübrigt sich das Gießen von Säulen mit Beton. Oben bilden die horizontalen Stege eine Ebene zur Auflage einer Deckenplatte, die entweder gegossen werden kann oder aus an sich bekannten Elementen besteht. Die erforderliche Schalung für die Deckenplatte schließt sich an den horizontalen Steg an. Es erübrigt sich das besondere Gießen eines Obergurtes. Man kann mit Wandelementen nach der Erfindung Innenwände und Außenwände aufbauen sowie Winkelverbindungen oder T-Knoten herstellen. Die Seitenflächen und die Innenflächen der Rippen stehen als Anlageflächen der Wandelemente zur Verfügung. Für die Breite der Wandelemente zwischen den Seitenflächen der randseitigen Rippen ist ein Einheitsmaß (Rastermaß) gewählt. Die Breite eines Wandelementes mit insgesamt drei Rippen beträgt das doppelte Rastermaß, die Gesamtbreite bei insgesamt vier Rippen beträgt das dreifache Rastermaß. Durch diese Einteilung wird eine vielfältige Planung mit einer geringen Anzahl von Elementen ermöglicht. Für Fenster und Türen können zwischen den Rippen entsprechende Ausnehmungen angeformt werden.During assembly, the wall elements according to the invention are placed straight or angled together on the vertical ribs and connected to one another. Since the ribs are solid and have appropriate reinforcement, there is no need to pour columns with concrete. At the top, the horizontal webs form a level for supporting a ceiling tile, which can either be cast or consists of elements known per se. The required formwork for the ceiling slab connects to the horizontal web. The special casting of a top chord is not necessary. With wall elements according to the invention, one can build up inner walls and outer walls as well as produce angular connections or T-nodes. The side surfaces and the inner surfaces of the ribs are available as contact surfaces of the wall elements. A unit dimension (grid dimension) is selected for the width of the wall elements between the side surfaces of the ribs on the edge. The width of a wall element with a total of three ribs is twice the grid dimension, the total width with a total of four ribs is three times the grid dimension. This division enables diverse planning with a small number of elements. Appropriate recesses can be formed between the ribs for windows and doors.
Es hat sich gezeigt, daß bei einer Plattenstärke von etwa 5 cm und einer Rippenbreite von 15 bis 20 cm die statischen Voraussetzungen für den Wohnungsbau erfüllt werden. Was an Wandstärke eingespart werden kann, wird an Innenraum gewonnen.It has been shown that with a plate thickness of about 5 cm and a rib width of 15 to 20 cm, the static requirements for residential construction are met. What saved wall thickness can be gained in the interior.
Bei den Wandelementen, die für Außenwände vorgesehen sind, ist in Verlängerung der Wandplatte über dem oberen horizontalen Steg ein Außensteg angeformt, der außen die Begrenzung der Decke bildet. Wände, die aus Wandelementen nach der Erfindung hergestellt sind, lassen sich außen isolieren, verkleiden oder verklinkern, während innen an sich bekannte Verkleidungsplatten angebracht werden können. Die Hohlräume können zur Aufnahme von Leitungen ausgenutzt werden.In the case of the wall elements which are intended for external walls, an outer web is formed in an extension of the wall plate above the upper horizontal web, which forms the boundary of the ceiling on the outside. Walls which are made from wall elements according to the invention can be insulated, clad or clinkered on the outside, while known cladding panels can be attached on the inside. The cavities can be used to hold cables.
Gemäß der weiteren Erfindung sind an den Seitenflächen und/oder an den Innenflächen der Rippen Nuten gebildet. Die durch die Nuten hergestellten Räume werden nach dem Aufstellen der Wandelemente mit Zementmörtel gefüllt, wodurch sich eine Verzahnung ergibt. Im übrigen kann auch durch vorstehende Bewehrungseisen eine Verbindung der Wandelemente hergestellt werden.According to the further invention, grooves are formed on the side surfaces and / or on the inner surfaces of the ribs. The spaces created by the grooves are filled with cement mortar after the wall elements have been set up, which results in an interlocking. Moreover, a connection of the wall elements can also be made by the above reinforcing iron.
Wandelemente nach der Erfindung, beispielsweise solehe von der dreifachen oder vierfachen Rasterbreite können auch ohne Änderungen der Form im Prinzip mit Fensteröffnungen hergestellt werden. Es sind auch Wandelemente vorgesehen deren Breite etwas geringer ist als die einfache Rasterbreite, beispielsweise 50 cm. Eine freie Rasterbreite von 75 cm plus die freien 25 cm eines solchen schmalen Wandelementes ergeben die Breite einer Türöffnung.Wall elements according to the invention, for example three times or four times the grid width, can in principle also be produced with window openings without changes in shape. Wall elements are also provided, the width of which is somewhat less than the simple grid width, for example 50 cm. A free grid width of 75 cm plus the free 25 cm of such a narrow wall element result in the width of a door opening.
Im folgenden werden Ausführungsbeispiele der Erfindung beschrieben unter Bezugnahme auf die beiliegenden Zeichnungen. Fig. 1 ist eine Ansicht eines Wandelementes nach der Erfindung;Exemplary embodiments of the invention are described below with reference to the accompanying drawings. Fig. 1 is a view of a wall element according to the invention;
Fig. 2 ist ein horizontaler Schnitt nach II-II von Fig. 1; Fig. 3 ist ein lotrechter Schnitt nachFig. 2 is a horizontal section according to II-II of Fig. 1; Fig. 3 is a vertical section according to
III-III von Fig. 1;III-III of Fig. 1;
Fig. 4 zeigt einen mit Wandelementen nach der Erfindung aufgebauten Gebäude-Grundriß.Fig. 4 shows a building plan constructed with wall elements according to the invention.
Das Wandelement nach Fig. 1 bis 3 ist aus Beton gegossen. An der Innenseite einer Wandplatte 10 von etwa 5 cm Stärke sind lotrechte Rippen angeformt, und zwar die beiden randseitigen Rippen 11 und drei Zwischenrippen 14. Die Rippen 11 haben etwa quadratischen Querschnitt oder etwa Rechteckquerschnitt wie die Zwischenrippen 14. Die Breite der randseitigen Rippen 11 ist etwa 18 cm, die Breite der Zwischenrippen etwa 20 cm. Die Stärke der Rippen einschließlich der Wandstärke beträgt 15 cm. Die1 to 3 is poured from concrete. Vertical ribs are formed on the inside of a wall plate 10 of about 5 cm in thickness, namely the two ribs 11 on the edge and three intermediate ribs 14. The ribs 11 have an approximately square cross section or a rectangular cross section like the intermediate ribs 14. The width of the ribs 11 on the edge is 11 about 18 cm, the width of the intermediate ribs about 20 cm. The thickness of the ribs including the wall thickness is 15 cm. The
Breite 18 von der Mitte einer Zwischenrippe 14 bis zur nächsten Mittelrippe ist ein Einheitsmaß (Rastermaß) bei dem Ausführungsbeispiel von 75 cm. Das gleiche Maß hat der Abstand von der Mitte einer Zwischenrippe 14 bis zur Seitenfläche einer randseitigen Rippe 11. Dergestalt ergibt sich eine Gesamtbreite des dargestellten Wandelementes von einem vierfachen Rastermaß gleich 3,00 m.Width 18 from the center of an intermediate rib 14 to the next central rib is a unit dimension (grid dimension) in the exemplary embodiment of 75 cm. The distance from the center of an intermediate rib 14 to the side surface of a rib 11 on the edge has the same dimension. This results in a total width of the wall element shown of a four-fold grid dimension equal to 3.00 m.
Die Rippen sind unten durch einen horizontalen Steg 16 verbunden und oben durch einen ebenfalls horizontalen Steg 12. Dieser dient als Auflage für die betonierte oder aus Elementen bestehende Decke. Bei Außenwänden schließt sich an den horizontalen Steg 12 in Verlängerung der Wandplatte 10 ein Außensteg 13 an.The ribs are connected at the bottom by a horizontal web 16 and at the top by a likewise horizontal web 12. This serves as a support for the concrete or elements consisting of concrete. In the case of external walls, an external web 13 adjoins the horizontal web 12 in the extension of the wall plate 10.
Im Bedarfsfalle können Ausnehmungen für Türen und Fenster vorgesehen sein, wie beispielsweise die auf Fig. 1 angedeutete Fensteröffnung 17 zwischen dem horizontalen Steg 12 und den randseitigen Rippen 11.If necessary, recesses for doors and windows can be provided, such as the window opening 17 indicated in FIG. 1 between the horizontal web 12 and the ribs 11 on the edge.
Gemäß Fig. 4 sind geschoßhohe Wandelemente nach der Erfindung nach einem Rastermaß 18 von 75 cm zu einem Gebäudegrundriß zusammengesetzt. Dabei bilden Wandelemente 20, 21 und 22 die Außenwände. Für die Innenwände sind Wandelemente 23, 24, 25 und 29 vorgesehen.According to FIG. 4, floor-to-ceiling wall elements according to the invention are assembled into a building floor plan according to a grid dimension 18 of 75 cm. Wall elements 20, 21 and 22 form the outer walls. Wall elements 23, 24, 25 and 29 are provided for the inner walls.
Die Wandelemente 22 und 20 bilden eine Ecke 26. Dort wird durch Nuten 15 in den randseitigen Rippen der Wandelemente ein Raum gebildet, der zur Herstellung einer Verzahnung mit Zementmörtel gefüllt wird. Die Wandelemente 20, 21 und 29 bilden einen T-Knoten 28. Auch hier ist durch eine Nut im Element 29 und durch Ausnehmungen 19 in den Elementen 20 und 21 ein Raum gebildet zum Einfüllen von Zementmörtel.The wall elements 22 and 20 form a corner 26. A space is formed there by grooves 15 in the edge-side ribs of the wall elements, which space is filled with cement mortar to produce a toothing. The wall elements 20, 21 and 29 form a T-node 28. Here, too, a space for filling cement mortar is formed by a groove in the element 29 and by recesses 19 in the elements 20 and 21.
In ähnlicher Weise wird ein T-Knoten 27 durch das Außenelement 21 und das Innenelement 23 gebildet.In a similar manner, a T-node 27 is formed by the outer element 21 and the inner element 23.
Man erkennt weiterhin eine freie Öffnung 30 zum Einsetzen einer Tür zwischen dem zweifachen Wandelement 25 und dem schmalen Element 29, dessen Breite etwas geringer ist als die volle Rasterbreite von 75 cm. One can also see a free opening 30 for inserting a door between the double wall element 25 and the narrow element 29, the width of which is slightly less than the full grid width of 75 cm.

Claims

Patentansprüche Claims
1. Geschόßhohes Wandelement mit einer äußeren Betonplatte und innenseitig angeformten lotrechten Rippen an den beiden Seitenrändern, die oben durch einen angeformten horizontalen Steg verbunden sind, dadurch gekennzeichnet, daß die Rippen (11) massiv ausgebildet sind mit einem etwa quadratischen oder rechteckigen Querschnitt, und daß der horizontale Steg (12) nach innen zu frei ist.1. storey-high wall element with an outer concrete slab and inside formed vertical ribs on the two side edges, which are connected at the top by a molded horizontal web, characterized in that the ribs (11) are solid with an approximately square or rectangular cross section, and that the horizontal web (12) is too free on the inside.
2. Geschoßhohes Wandelement nach dem Oberbegriff des Anspruchs 1, dadurch gekennzeichnet, daß in der2. storey-high wall element according to the preamble of claim 1, characterized in that in the
Mitte des Grundrisses eine Zwischenrippe (14) vorgesehen ist, und daß die Breite doppelt so groß ist wie die Breite eines Wandelementes ohne Zwischenrippe (Rasterbreite).An intermediate rib (14) is provided in the middle of the floor plan, and that the width is twice as large as the width of a wall element without an intermediate rib (grid width).
3. Wandelement nach dem Oberbegriff des Anspruchs 1, dadurch gekennzeichnet, daß die Gesamtbreite ein Vielfaches der Rasterbreite beträgt bei entsprechender Anzahl von Zwischenrippen (14).3. Wall element according to the preamble of claim 1, characterized in that the total width is a multiple of the grid width with a corresponding number of intermediate ribs (14).
4. Wandelement nach Anspruch 1, dadurch gekennzeichnet, daß die Wandplatte (10) oberhalb des horizontalen Steges (12) durch einen Außensteg (13) fortgesetzt ist.4. Wall element according to claim 1, characterized in that the wall plate (10) above the horizontal web (12) is continued by an outer web (13).
5. Wandelement nach Anspruch 1 gekennzeichnet durch einen bodenseitigen horizontalen Steg (16). 5. Wall element according to claim 1, characterized by a bottom horizontal web (16).
6. Wandelement nach Anspruch 1, 2 oder 3 dadurch gekennzeichnet, daß in den Seitenflächen und/oder in den Innenflächen der Rippen (11, 14) Nuten (15) oder Ausnehmungen (19) gebildet sind.6. Wall element according to claim 1, 2 or 3, characterized in that in the side surfaces and / or in the inner surfaces of the ribs (11, 14) grooves (15) or recesses (19) are formed.
7. Wandelement nach Anspruch 1, dadurch gekennzeichnet, daß die Einheitsbreite 75 cm beträgt.7. Wall element according to claim 1, characterized in that the unit width is 75 cm.
8. Wandelement nach Anspruch 1, dadurch gekennzeichnet, daß die Stärke der Wandplatte (10) im Bereich von 5 bis 10 cm liegt.8. Wall element according to claim 1, characterized in that the thickness of the wall plate (10) is in the range of 5 to 10 cm.
9. Wandelement nach Anspruch 8 gekennzeichnet durch eine Rippenbreite (Innenfläche) im Bereich von9. Wall element according to claim 8 characterized by a rib width (inner surface) in the range of
15 bis 20 cm.15 to 20 cm.
10. Wandelement nach Anspruch 1, dadurch gekennzeichnet, daß die Breite etwas geringer ist als die einfache Rasterbreite. 10. Wall element according to claim 1, characterized in that the width is slightly less than the simple grid width.
PCT/EP1983/000298 1982-11-12 1983-11-11 One storey-high prefabricated panel WO1984001976A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE8231827 1982-11-12

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Publication Number Publication Date
WO1984001976A1 true WO1984001976A1 (en) 1984-05-24

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WO (1) WO1984001976A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2592904A1 (en) * 1986-01-15 1987-07-17 Scobat Method for constructing a lightweight building and building thus obtained
EP0567440A2 (en) * 1992-04-21 1993-10-27 Ingvar Andersson Wall member
WO1997037089A1 (en) * 1996-04-02 1997-10-09 Cadaval Fernandez De Leceta Al Prefabricated self-supporting panel for the construction industry
CN102409803A (en) * 2011-09-08 2012-04-11 长沙华坤建材科技有限公司 Single-side opening wallboard

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2202745A (en) * 1938-03-08 1940-05-28 Barrett & Hilp Building construction
GB618586A (en) * 1946-03-12 1949-02-24 Horace Allan Wilkinson Improvements in or relating to building units and structures erected therefrom
DE2254174A1 (en) * 1972-11-02 1974-05-16 Kurt Dipl Ing Wittstock RIBBED CONCRETE SLABS AS LARGE-FORMAT WALL COMPONENTS
DE2422586A1 (en) * 1974-05-09 1975-11-20 Mueller Victor Kg Underground or sunken wall prefabricated concrete component - comprises integral panel and ribs at equal intervals

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2202745A (en) * 1938-03-08 1940-05-28 Barrett & Hilp Building construction
GB618586A (en) * 1946-03-12 1949-02-24 Horace Allan Wilkinson Improvements in or relating to building units and structures erected therefrom
DE2254174A1 (en) * 1972-11-02 1974-05-16 Kurt Dipl Ing Wittstock RIBBED CONCRETE SLABS AS LARGE-FORMAT WALL COMPONENTS
DE2422586A1 (en) * 1974-05-09 1975-11-20 Mueller Victor Kg Underground or sunken wall prefabricated concrete component - comprises integral panel and ribs at equal intervals

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2592904A1 (en) * 1986-01-15 1987-07-17 Scobat Method for constructing a lightweight building and building thus obtained
EP0567440A2 (en) * 1992-04-21 1993-10-27 Ingvar Andersson Wall member
EP0567440A3 (en) * 1992-04-21 1994-01-26 Ingvar Andersson
WO1997037089A1 (en) * 1996-04-02 1997-10-09 Cadaval Fernandez De Leceta Al Prefabricated self-supporting panel for the construction industry
CN102409803A (en) * 2011-09-08 2012-04-11 长沙华坤建材科技有限公司 Single-side opening wallboard

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Publication number Publication date
AU2260983A (en) 1984-06-04

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